engineering recuitment UPPSC AE Mock Test 2024 Soil Mechanics and Foundation Engineering Shear Strength
A sample of soil failed in a triaxial test under a deviator stress of 200 kN/m2 when the confining pressure was 100 kN/m2. For the sample, if the confining pressure had been 200 kN/m2, what would have been the deviator stress at failure? Assume c = 0.
1
600 kN/m2
2
400 kN/m2
3
100 kN/m2
4
500 kN/m2